Tendring District Council Strategic Flood Risk Assessment Addendum

TDC/037(2/2)

August 2017

Essex County Council Flood Services Tendring District Council Strategic Flood Risk Addendum

8.0 APPENDICES

36 Essex Flood Services

Appendix 2: Essex and South Suffolk Shoreline Management Plan Policies

Summary of Potential Policies

Policy Plan Policy Development Zone Now - 2025 - 2055 - Explanation 2025 2055 2105 The currently ongoing expansion constitutes Advance the Line. Felixstowe The new line will then be held throughout all epochs to continue A1 AtL+ HtL+ HtL+ Port protection of Felixstowe Port. The standard of protection will be maintained or upgraded. The current line will be held in epoch 1. In epoch 2, Managed Trimley A2 HtL MR2 HtL realignment by breach of the existing defence while continuing Marsh flood defence to Felixstowe Port. The current line will be held in epoch 1. In epoch 2, Managed Loom Pit realignment by breach of the existing defence. No defence A3a HtL MR2 NAI Lake needed after that. The currently undefended section will remain undefended. Levington The current line will be held throughout all epochs. A3b HtL HtL HtL Creek Northern Local intervention to limit erosion risk to features is acceptable if A4a Orwell MR1 MR1 MR1 the impact on natural estuary evolution is minimised. east Northern No erosion expected, therefore no defences needed. A4b Orwell NAI NAI NAI west The current line will be held throughout all epochs. Ipswich will A5 Ipswich HtL+ HtL+ HtL+ remain protected. The standard of protection will be maintained or upgraded. Policy Plan Policy Development Zone Now - 2025 - 2055 - Explanation 2025 2055 2105 Integrated plan for adaptation to be determined through A6 The Strand MR1 MR1 MR1 partnership approach; may include local defences. Southern No erosion expected, therefore no defences needed. A7a Orwell NAI NAI NAI west Southern Integrated plan for adaptation to be determined through A7b Orwell MR1 MR1 MR1 partnership approach; may include local defences. east Shotley Managed realignment at Hill House Farm by breach of the A8a Marshes MR2 HtL HtL existing defences while continuing to provide flood defence to west Shotley Marshes to the south. The current line will be held in epoch 1. In epoch 2, Managed Shotley realignment by breach of the existing defence while continuing A8b Marshes HtL MR2 HtL flood defence to the Marina and all dwellings and roads. The east new line will be held in epoch 3. Integrated plan for adaptation to be determined through Shotley A8c MR1 MR1 MR1 partnership approach; may include local defences. Local Gate community project for small scale defences underway. Northern The current line will be held throughout all epochs. Stour – A9a,d,f HtL HtL HtL flood defence Northern Limited erosion expected, therefore no defences needed. A9b Stour – not NAI NAI NAI erosional Policy Plan Policy Development Zone Now - 2025 - 2055 - Explanation 2025 2055 2105 Northern Local intervention to limit erosion risk to features is acceptable if A9c,e Stour – MR1 MR1 MR1 the impact on natural estuary evolution is minimised. erosional Southern The current line will be held throughout all epochs. The Stour – standard of protection at Manningtree will be maintained or A10a,c,e HtL+ HtL+ HtL+ flood upgraded. defence Southern Limited erosion expected, therefore no defences needed. A10b,g Stour – not NAI NAI NAI erosional Southern Local intervention to limit erosion risk to features is acceptable if A10d,f Stour – MR1 MR1 MR1 the impact on natural estuary evolution is minimised. erosional The port expansion currently under consideration for Bathside Harwich Bay constitutes Advance the Line. The new line will then be A11a AtL HtL HtL Harbour held throughout all epochs to continue protection of Harwich Port. This is subject to port development plans progressing. Policy Plan Policy Development Zone Now - 2025 - 2055 - Explanation 2025 2055 2105 Harwich The current line will be held throughout all epochs. A11b HtL HtL HtL town

Key: MR1 – Managed Realignment - Allow local and limited intervention MR2 – Managed Realignment - Breach of frontline defence after building landward defence HtL - Hold the Line – Hold the existing line AtL – Advance the Line Where a “+” is added to the policy label, this means that the Standard of protection will be maintained or upgraded Summary of Specific Policies Policy Policy Plan Development Now - 2025 - 2055 - Zone Explanation 2025 2055 2105 South The current line will be held throughout all epochs. The standard of B1 HtL+ HtL+ HtL+ Dovercourt protection will be maintained or upgraded. Hutchisons Ports is proposing a managed realignment scheme for Epoch 1 for the central area of B2 secured for the Bathside Bay development to meet their compensatory habitat needs. Potential to expand this site would be considered with willing local landowners Little into the rest of B2. B2 HtL MR2 HtL Oakley If Bathside bay does not go ahead MR in this PDZ would be considered in Epoch 2. Managed realignment would be by breach of the existing defence while continuing flood defence to the dwellings, communities, roads and infrastructure south of Dovercourt and to the sewage works. Oakley Creek to B3 HtL HtL HtL The current line will be held throughout all epochs. Kirby-le- Soken The current line will be held throughout the two epochs. Horsey Managed realignment by breach of the existing defence while B3a HtL HtL MR2 Island continuing flood defence to the south west half of the island to take place in epoch 3. Policy Policy Plan Development Now - 2025 - 2055 - Zone Explanation 2025 2055 2105 Kirby-le- Soken to Managed realignment by breach of the existing defence while B4a MR2 HtL HtL Coles continuing flood defence to Kirby-le-Soken. Creek Coles Creek to B4b the HtL HtL HtL The current line will be held throughout all epochs. Martello Tower The current line will be held throughout the two epochs. Managed realignment by breach of the existing defence while Walton B5 HtL+ HtL+ MR2+ continuing flood defence to all dwellings, the sewage works and the Channel caravan park. The standard of protection will be maintained or upgraded. Naze Cliffs B6a NAI NAI NAI The shoreline will be allowed to develop naturally. north Naze Cliffs B6b MR1 MR1 MR1 The erosion process will be slowed down and managed. south Key: HtL – Hold the Line MR1 – Managed Realignment - Allow local and limited intervention MR2 – Managed Realignment - Breach of frontline defence after building landward defence NAI – No Active Intervention Where a “+” is added to the policy label, this means that the Standard of protection will be maintained or upgraded Summary of Specific Policies Policy Policy Plan Development Now - 2025 - 2055 - Zone Explanation 2025 2055 2105 Walton-on- The current line will be held throughout all epochs. the-Naze C1 and HtL HtL HtL Frinton-on- Sea The current line will be held in epoch 1 and epoch 2. In epoch 3 there is a dual policy of either Managed realignment or Hold the Holland C2 HtL+ HtL+ MR2+/HtL+ line. In either case flood defence to the dwellings, roads and Haven sewerage treatment works will be continued. The standard of protection will be maintained or upgraded. Clacton- The current line will be held throughout all epochs. C3 HtL HtL HtL on-Sea Seawick, The current line will be held in epoch 1 and 2. In epoch 3 there is Jaywick a dual policy of either Managed realignment or Hold the line, C4 and St. HtL HtL MR2/HtL depending on further work as part of the Local Development Osyth Framework. Marsh Key: HtL – Hold the Line MR1 – Managed Realignment - Allow local and limited intervention MR2 – Managed Realignment - Breach of frontline defence after building landward defence NAI – No Active Intervention Where a “+” is added to the policy label, this means that the Standard of protection will be maintained or upgraded Summary of Specific Policies Policy Plan Policy Development Zone Now - 2025 - 2055 - Explanation 2025 2055 2105 The current line will be held throughout all epochs. The currently D1a Stone Point HtL HtL HtL undefended section will remain undefended. The current line will be held in epoch 1. In epoch 2, Managed Point Clear to realignment by breach of the existing defence while continuing D1b St Osyth HtL MR2 HtL flood defence to the dwellings, roads and caravan park. The Creek currently undefended section will remain undefended. The current line will be held in epoch 1 and 2. In epoch 3, Managed realignment by breach of the existing defence while Along the continuing flood defence to the dwellings and road. Due to the D2 southern bank HtL HtL MR2 environmental, landscape and historic importance of the area, of Flag Creek future SMPs should review the feasibility and the implementation of the realignment policy for this PDZ. Flag Creek to The current line will be held in epoch 1. In epoch 2, Managed northern bank realignment by breach of the existing defence while continuing D3 HtL MR2 HtL to flood defence to the dwellings and road. Brightlingsea D4 Brightlingsea HtL HtL HtL The current line will be held throughout all epochs. Westmarsh The current line will be held in epoch 1. In epoch 2, Managed Point to where realignment by breach of the existing defence while continuing D5 the frontage HtL MR2 HtL flood defence to the dwellings, the road and the freshwater meets the habitats. B1029 Policy Plan Policy Development Zone Now - 2025 - 2055 - Explanation 2025 2055 2105 South of The current line will be held throughout all epochs. The current D6a HtL HtL HtL Wivenhoe undefended areas will remain undefended. The current line will be held in epoch 1. In epoch 2, Managed B1029 to D6b HtL MR2 HtL realignment by breach of the existing defence, while continuing Wivenhoe flood defence to the railway line. D7 Colne Barrier HtL HtL HtL The current line will be held throughout all epochs. The current line will be held in epoch 1. In epoch 2 (after the end of the functional life of the existing quarry), Managed realignment Inner Colne by breach of the existing defence. No defence needed after that. D8a HtL MR2 NAI west bank A more thorough assessment of the long term economic value of the quarry will need to be completed before the next review of the SMP to help confirm the shoreline management policy. Fingringhoe The current line will be held throughout all epochs. The currently D8b and HtL HtL HtL undefended sections will remain undefended. Langenhoe Langenhoehall The current line will be held throughout all epochs. D8c HtL HtL HtL Marsh Key: HtL – Hold the Line MR1 – Managed Realignment - Allow local and limited intervention MR2 – Managed Realignment - Breach of frontline defence after building landward defence NAI – No Active Intervention Where a “+” is added to the policy label, this means that the Standard of protection will be maintained or upgraded Appendix 3: Environment Agency Hydraulic Model Extents

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Sand 1-4 D Tendring District Mersea Flats EA Main Rivers • EA Model Flood Extents

2 3 4 km Based upon the Ordnance Survey mapping with the permission of the 1 Controller of Her Majesty's Stationery Office© Crown copyright. Unauthorised -- reproduction infringes Crown copyright and may lead to prosecution or civil Essex County Council N -- proceedings. Essex County Council Licence No.100019602.2017

Appendix 12: Stage 1 Assessment Results

NPPF Sequential Test Stage 2 ECC Proposed Size Surface Water Flood SHLAA Ref Site Address Vulnerability FZ1 FZ2 FZ3 1 met/comments ( other eg Assessment Ref Land Use (ha) Risk (H, M, L) 2 Classification Potential Groundwater risk ) Required? UC1.4, 522-524 St Johns Road, 1 Residential More Vulnerable 1.23 X Low risk Exception test not required. N/A CFS038 Clacton-on-Sea, CO16 8DY Land at Chester Holiday 2 Park, Jaywick Lane, Clacton- Residential More Vulnerable 2.22 X Low risk Exception test not required. N/A on-Sea Rouses Farm, Rouses Lane, Assumed More 3 Mixed 41.7 X Low risk Exception test not required. N/A Clacton Vulnerable St John’s Nursery, Earls Hall 4 Drive, Clacton-on-Sea CO16 Residential More Vulnerable 7.34 X Low risk Exception test not required. N/A 8BP Earls Hall Farm, St Johns 5 CLA4 Residential More Vulnerable 1.5 X Low risk Exception test not required. N/A Road, Clacton Orchard Works, r/o London 6 Road, Clacton-on-Sea CO15 Residential More Vulnerable 0.38 X Low risk Exception test not required. N/A 3SY >75% groundwater flood risk. Land off Waterworks Drive, Location and number of 7 UC1.3 Residential More Vulnerable 2.19 X 40% Low risk N/A Clacton-on-Sea, CO16 8AW housing or mitigation should be considered in Stage 2. Rear of 109 Oxford Road, 8 Residential More Vulnerable 0.68 X Low risk Exception test not required. N/A Clacton-on-Sea CO15 3TJ Land Rear of Valley Road 9 (off Nightingale Way), Residential More Vulnerable 1.1 X Very low risk Exception test not required. N/A Clacton-on-Sea Land Adjacent to Railway Exception test not required. Station and Sadd’s and St >5% medium flood risk Location and number of 10 Residential More Vulnerable 1.7 X N/A John’s yard, Skelmersdale (spot), 10% Low Risk housing or mitigation should Road, Clacton be considered. 3 Marine Parade East, 11 Residential More Vulnerable 0.01 X Very low risk Exception test not required. N/A Clacton-on-Sea Royal Hotel, Marine Parade 12 Residential More Vulnerable 0.32 X Very low risk Exception test not required. N/A East, Clacton-on-Sea Former Rumours Nightclub, 13 Rosemary Road, Clacton-on- Residential More Vulnerable 0.09 X Very low risk Exception test not required. N/A Sea CO15 1PB Land off Gainsford Avenue, 14 Residential More Vulnerable 5.76 X Less than 5% low risk Exception test not required. N/A Clacton-on-Sea

1 Low - >1:1000 RoFSW, Medium – >30 -100yr RoFSW, High - <30yr RoFSW 2 Consider groundwater level monitoring to assess groundwater flood risk (for medium and high risk areas) and recommendations during planning submission

143-145 Kings Parade, 15 UC1.21 Residential More Vulnerable 0.18 X Low risk Exception test not required. N/A Holland-on-Sea CO15 5AT Sequential test not met. <1% high risk (spot), Land off Lotus Way, Jaywick Location and number of 16 UE1.1 Residential More Vulnerable 7.48 X X 3% Medium risk, <10% Y CO15 2JE housing or mitigation should low risk be considered in Stage 2. Land Between 691 and 717 17 Residential More Vulnerable 0.81 X 20% low risk Exception test not required. N/A St Johns Road, Clacton Land West of Cherry Tree 18 UE1.2 Avenue, Clacton-on-Sea Residential More vulnerable 30 X Low risk Exception test not required. N/A CO15 1AS Land South of Clacton 1% medium flood risk 20 UE1.4 Coastal Academy, Rush Residential More Vulnerable 9.79 X (spot), 3% low flood Exception test not required. N/A Green Road, Clacton risk (pond) Land South East of Rush 21 UE1.5 Residential More Vulnerable 8 X Low risk Exception test not required. N/A Green Road, Clacton Land West of Little Clacton 22 UE1.6 Road, Clacton-on-Sea CO16 Residential More Vulnerable 85 Low risk Exception test not required. N/A 8BJ Sequential approach to be Land North of Cann Hall Low risk, with tributary applied within the site and 23 UE1.7 Estate, Clacton-on-Sea Residential More Vulnerable 113 X of Pickers ditch keep development outside N/A CO16 8YN dissecting the site FZ2 and 3 associated with the tributary of Pickers Ditch. Exception test not required. <5% high risk (spot), Land at Foots Farm, South of Location and number of 24 Residential More Vulnerable 5.43 X <5% medium risk N/A Centenary Way, Clacton housing or mitigation should (spot), 10% low risk be considered. 112-118 Oxford Road, 25 Residential More Vulnerable 1.2 X 5% Low flood risk Exception test not required. N/A Clacton Westcountry House, Cherry About 2% high risk, 2% 26 CFS032 Tree Avenue, Clacton-on- Residential More Vulnerable 1.73 X medium flood risk, 5% Exception test not required. N/A Sea low risk Exception test not required. Elm Farm, Little Clacton 10% medium flood risk, Location and number of 27 CFS031 Residential More Vulnerable 1 X N/A Road, Clacton 20% low flood risk housing or mitigation should be considered. Not provided – Earls Hall Farm, St Johns Assumed More 28 assumed X Very low risk Exception test not required. N/A Road, Clacton Vulnerable residential Exception test not required. 2% medium risk( Site borders Picker’s Ditch to seems to be Land South of London Road, the south. Location and 29 CFS067 Residential More Vulnerable 17.12 X associated with main N/A Clacton number of housing or river at boundary). 5% mitigation should be low risk considered.

Clacton Factory Outlet, <1% high risk (spot) 30 Stephenson Road West, Employment Less Vulnerable 6.93 X 1% medium risk (spot), Exception test not required. N/A Clacton <5% low risk Land at Millicents Day 31 CFS040 Centre, Greenacres, Off Residential More Vulnerable 0.493 X <1% low risk Exception test not required. N/A Valley Road, Clacton Old Gas Work Site, Old 32 CFS013 Employment Less Vulnerable 1.12 X Very low risk Exception test not required. N/A Road, Clacton Sequential test not met. Only 33 27-45 Garden Road, Jaywick Residential More Vulnerable 0.306 X Very low risk consider appropriate uses in Y stage 2 Exception test not required. Land Adjacent to Burrs Adjacent to Pickers ditch so Assumed More Pickers ditch along 34 CFS017 Road, Clacton and Mixed use 39.06 X X X location and number of N/A Vulnerable boundary of site. Sladbury’s Lane housing or mitigation should be considered. Sequential test not met. Land Adjacent to Burrs Not provided – Adjacent to Pickers Ditch so Assumed More Pickers ditch along 35 Road, Clacton and assumed X X X location and number of Y Vulnerable boundary of site. Sladbury’s Lane residential housing or mitigation should be considered in Stage 2. Coppins Court, Coppins 36 Residential More Vulnerable 0.87 X Low risk Exception test not required. N/A Road, Clacton Crossways Garden Centre, Assumed More 37 CFS069 Mixed use 0.8 X Low risk Exception test not required. N/A Thorpe Road, Clacton Vulnerable Former Delfords Site, 606 Assumed More 38 UC3.1 Main Road, Dovercourt Mixed use 1.66 X Low risk Exception test not required. N/A Vulnerable CO12 4LW SATO (UK) Ltd, Valley Road, Assumed More 39 UC3.2 Mixed use 2.42 X Low risk Exception test not required. N/A Dovercourt CO12 4RR Vulnerable Durite Works, Valley Road, Assumed More 40 UC3.3 Mixed use 1.19 X Low risk Exception test not required. N/A Dovercourt Vulnerable Brickfield site off Una Road 41 UC3.5 Residential More vulnerable 1.76 X Very low risk Exception test not required. N/A and Edward Road, Parkeston Land Adj. to Fryatt Hospital and Mayflower Medical 42 UC3.8 Residential More vulnerable 0.771 X Very low risk Exception test not required. N/A Hospital, 419 Main Road, Dovercourt CO12 4EX ü Exception test not required. 407 Main Road, Dovercourt 30% low risk, 5% Location and number of 43 UC3.9 Residential More Vulnerable 0.22 X N/A CO12 4EU medium risk housing or mitigation should be considered. UC3.10, Part of Mayflower Primary 44 CFS039, Residential More vulnerable 0.4 X Low risk Exception test not required. N/A School, Main Road, Harwich HD5 45 UC3.12 Former Homemaker Store, Mixed use Assumed More 0.14 X Very low risk Exception test not required. N/A

60 Kingsway, Dovercourt Vulnerable Sequential test not met. Former Bernard Uniforms 5% medium risk, 5% Location and number of 46 UC3.13 Factory, Main Road, Harwich Residential More vulnerable 0.56 X Y high risk housing or mitigation should CO12 3NT be considered in Stage 2. Sequential test not met. Land by Railway Line, 5% medium risk, 5% Location and number of 47 UC3.14 Ferndale Road, Harwich Residential More vulnerable 0.56 X Y high risk housing or mitigation should CO12 3BP be considered in Stage 2 Exception test not required. Land Opposite Public Location and number of 48 UC3.15 Gardens, Barrack Lane, Residential More vulnerable 0.4 X 15% low risk N/A housing or mitigation should Harwich CO12 3NS be considered. Sequential test not met. Navyard Wharf, Kings Quay Assumed More Location and number of 49 UC3.17 Mixed use 4.38 X Very low risk Y Street, Harwich CO12 3JJ Vulnerable housing or mitigation should be considered in Stage 2. Land East of Mayes Lane 50 UE3.2 and South of Ramsey Road, Residential More vulnerable 5 X Very low risk Exception test not required. N/A Ramsey Land at Greenfields Farm, Assumed More 51 Mixed use 7.3 X Very low risk Exception test not required. N/A Dovercourt CO12 4LT Vulnerable Sequential test not met. 15% low risk, 5% Land East of Pond Hall Assumed More Location and number of 52 UC3.3, HD8 Mixed use 38.3 X medium risk, 5% high Y Farm, Harwich Vulnerable housing or mitigation should risk be considered in Stage 2. Not provided – Land in the Vicinity of Assumed more 5% in low, medium or 53 UE3.7 assumed 26 X Exception test not required. N/A Michaelstowe Hall vulnerable high residential Land West of Low Road and Not provided – Assumed more 54 UE3.8 South of Oakley Road, assumed 63 X Very low risk Exception test not required. N/A vulnerable Dovercourt/Little Oakley residential Land West of Mayes Lane, 55 UE3.1 adj to Two Villages School, Residential More vulnerable 3.28 X 5% low risk Exception test not required. N/A Ramsey Flood zone 2 are present. Land to the West of Location and number of 56 HD4 Haltermann Carless Employment Less vulnerable 15 X Very low risk N/A housing or mitigation should Refinery, Parkeston be considered. Sequential test not met. UC3.9, HD6, Land South of Low Road, Assumed More Location and number of 57 1021459, Mixed use 16.107 X 10% low risk Y Dovercourt Vulnerable housing or mitigation should 1021477 be considered in Stage 2. Exception test not required. Harwich & Parkeston UC3.11, 30% low, 15% medium Location and number of 58 Football Club, Main Road, Residential More vulnerable 0.57 X N/A HD9 and 30% high risk housing or mitigation should Harwich be considered.

Main Road Car Park, Main 59 HD10 Residential More vulnerable 0.57 X Very low risk Exception test not required. N/A Road, Harwich Land at 139 Fronks Road, 60 HD11 Residential More vulnerable 0.88 X Very low risk Exception test not required. N/A Dovercourt Former Reservoir Site, 61 UC2.1 Wittonwood Road, Frinton- Residential More vulnerable 1.04 X Very low risk Exception test not required. N/A on-Sea CO13 9LB Site of St Josephs Convent Not provided – Assumed More 62 14-16 Raglan Road Frinton- assumed X 10% low risk Exception test not required. N/A Vulnerable on-Sea CO13 9HH residential Land at Frinton Park Court Not provided – Assumed More 63 Central Avenue Frinton-on- assumed X 10% in low risk Exception test not required. N/A Vulnerable Sea CO13 9HW residential Southcliffe Trailer Park, 64 UC2.4 Woodberry Way, Walton-on- Residential More vulnerable 0.8 X Very low risk Exception test not required. N/A Naze Former Allotment Site, 65 UC2.5 Butchers Lane, Walton-on- Residential More vulnerable 0.38 X 5% low risk Exception test not required. N/A Naze CO14 8UE Station Yard and Former 66 UC2.6 Avon Works, Walton-on- Residential More vulnerable 1.16 X Very low risk Exception test not required. N/A Naze Land at the Farm, Kirby 10% low risk, 10% Location and number of 67 UC2.7 Road, Walton-on-Naze CO14 Residential More vulnerable 2.1 X medium risk, 10% high housing or mitigation should N/A 8QS risk be considered. Flood zone 2 present within or adjacent to the site. Location Martello Caravan Park, Kirby 5% low risk, 5% high 68 UC2.8 Residential More vulnerable 13.13 X X and number of housing or N/A Road, Walton-on-Naze risk mitigation should be considered. 47 The Parade, Walton-on- 69 UC2.11 Residential More vulnerable 0.03 X Very low risk Exception test not required. N/A Naze CO14 8AS Land North of Kirby Cross 70 UE2.2 Residential More vulnerable 40 X 5% low risk Exception test not required. N/A CO13 0DY (off the Sheltons) Land West of Halstead Road, 71 UE2.4 Residential More vulnerable 1.9 X 5% low risk Exception test not required. N/A Kirby Cross CO13 0LS Land East of Halstead Road, 72 CFS016 Residential More vulnerable 18.91 X 5% low risk Exception test not required. N/A Kirby Cross Exception test not required. Location and number of 73 CFS018 Halstead Road, Kirby Cross Residential More vulnerable 3.7 X 5% high risk N/A housing or mitigation should be considered. Land South of Thorpe Road, 74 CFS009 Residential More vulnerable 5 X Very low risk Exception test not required. N/A Kirby Cross Chatsworth Farm, Thorpe 75 CFS034 Residential More vulnerable 1.7 X Very low risk Exception test not required. N/A Road, Kirby Cross

Land at Turpins Farm, Elm UE2.6, 76 Tree Avenue, Frinton-on-Sea Residential More vulnerable 11.7 X 5% low risk Exception test not required. N/A CFS004 CO14 8TE Flood zone 2 present. Land North West of Martello Location and number of 77 UE2.7 Caravan Park, North of Lowe Residential More vulnerable 5.26 X 5% low risk N/A housing or mitigation should Chase, Walton-on-Naze be considered. Exception test not required. Land West of High Tree Location and number of 78 UE2.8 Residential More vulnerable 0.42 X Very low risk N/A Avenue, Walton-on-Naze housing or mitigation should be considered. Land West of Old Hall Lane, 79 UE2.9 Residential More vulnerable 20 X 5% low risk Exception test not required. N/A Walton-on-Naze Flood zone 2 present. Land off First Avenue, Location and number of 80 UE2.10 Residential More vulnerable 2.97 X 10% high risk N/A Frinton-on-Sea CO13 9LW housing or mitigation should be considered. Land rear of 176-178 Thorpe Low risk (5% 1 in 100 81 CFS019 Residential More Vulnerable 0.6 X Exception test not required. N/A Road Kirby Cross year risk) Hamilton Road, Great 82 FR2 Residential More Vulnerable 0.5 X Very Low Risk Exception test not required. N/A Holland Land Adjacent to Willows, 83 FR3 Little Clacton Road, Great Residential More Vulnerable 0.5 X Very Low Risk Exception test not required. N/A Holland Land East of Pork Lane, 84 CFS046 Residential More Vulnerable 0.39 X Very Low Risk Exception test not required. N/A Great Holland Land West of Mumfords 85 FR4 Residential More Vulnerable 0.3 X Very Low Risk Exception test not required. N/A Lane, Kirby Cross FR5, Fullers Builders Yard, Station 86 Residential More Vulnerable 0.45 X Very Low Risk Exception test not required. N/A 1021408 Road, Kirby Cross Sequential test not met. North Street, Walton-on- Location and number of 87 CFS003 Residential More Vulnerable 0.205 X Low Risk Y Naze housing or mitigation should be considered. Sequential test not met. Land at Mill Lane, Walton-on- Location and number of 88 CFS003 Residential More Vulnerable 0.34 X High Risk 5% Y Naze housing or mitigation should be considered in Stage 2. Low Risk <5% small Land West of Edenside, 89 CFS005 Residential More Vulnerable 6 X flow at top of Exception test not required. N/A Frinton-on-Sea catchment Former Town Hall Site, Sequential test not met. Public Conveniences and Assumed More Location and number of 90 UC2.9 Mixed 0.14 X Y Depot, Mill Lane, Walton-on- Vulnerable housing or mitigation should Naze be considered. Land at rear of 185 Thorpe Low (<5% Medium risk 91 CFS030 Residential More Vulnerable 2.4 X Exception test not required. N/A Road, Kirby Cross point flooding)

Surrounded by flood zone 3. Surface Water Flooding UC2.10, Walton Mere, Walton-on- High 10%, Medium possible, consideration of 92 Residential More Vulnerable 1 X Y CFS003 Naze 20% location and number of housing should and access should be considered. Small percentage of the site is Thorn Quay Warehouse, in flood zones 2 and 3. 93 UC4.1 High Street, Mistley CO11 Residential More Vulnerable 0.24 X Very Low Risk Location and number of Y 1HE housing or mitigation should be considered in Stage 2 Exception test not required. Very Low Risk (<5% Edme Site, High Street, Surface water flood risk is 94 UC4.2 Residential More Vulnerable 2 X medium and high risk N/A Mistley CO11 1HH likely to be removed during point flooding) development Former Secret Bunker, 95 UC4.3 Shrubland Road, Mistley Residential More Vulnerable 0.86 X Very Low Risk Exception test not required. N/A CO11 1HS Surface Water Flooding Affinity Water Site, Mill Hill, 5% Medium Risk, 5% possible, consideration of 96 Residential More Vulnerable 1.5 X N/A Manningtree CO11 2AZ High Risk location and number of housing should be considered. Land at Dale Hall, East of 97 UE4.1 Cox’s Hill, Lawford CO11 Residential More Vulnerable 16 X Very Low Risk Exception test not required. N/A 2LA Land East of Bromley Road 98 UE4.2 and North of Dead Lane, Mixed More Vulnerable 20 X Very Low Risk Exception test not required. N/A Lawford CO11 2JE Low ( Medium and Land North of Long Road, High Flood risk shown 99 UE4.4 Residential More Vulnerable 10 X Exception test not required. N/A Lawford associated with existing drainage) Land Adj. to Stourview 100 UE4.5 Residential More Vulnerable 4.5 X Very Low Risk Exception test not required. N/A Estate, Mistley CO11 1UE UE4.8, Land South of Harwich Road, 101 Residential More Vulnerable 19 X Very Low Risk Exception test not required. N/A CFS015 Mistley CO11 1HS Mistley Marine, Mistley Location and number of 102 UE4.9 Boatyard, Anchor Lane, Residential More Vulnerable 1.76 X Low housing or mitigation should Y Mistley be considered in Stage 2. Low/Medium (medium Potential surface water flood and High Risk <5% of flows across the centre of the Land South of Long Road, 103 UE4.3 Residential More Vulnerable 23.36 X site area but form part site. Location and number of N/A Mistley of a flow path across housing or mitigation should the site) be considered.

Potential surface water low risk flood flows across the Mistley Place Park, North of centre of the site. <5% of the UE4.7, 104 New Road, Mistley CO11 Residential More Vulnerable 7.7 X Low Risk site is in FZ2. Location and N/A CFS006 1LU number of housing or mitigation should be considered. Land East of New Road, 105 CFS007 Residential More Vulnerable 3 X Very Low Risk Exception test not required. N/A Manningtree Potential surface water flood Low/Medium (medium flows across the northern and High Risk <10% of Land East of Lime Street, section of the site. Location 106 UE4.16 Residential More Vulnerable 1.57 X site area but form part N/A Brightlingsea CO7 0BH and number of housing or of a flow path across mitigation should be the site) considered. Land North of Church Road, 107 UE4.13 Residential More Vulnerable 13 X Very Low Risk Exception test not required. N/A Brightlingsea Very Low Risk (medium and high risk Land off Morses Lane, associated with 108 UE4.14 Residential More Vulnerable 15 X Exception test not required. N/A Brightlingsea existing drainage ditch to the North West of the site) Potential surface water flood flows across the eastern Land North of Samson’s Medium Risk (15% of section of the site. Location 109 UE4.15 Road, Brightlingsea CO7 Residential More Vulnerable X site medium and high N/A and number of housing or 0RG risk) mitigation should be considered. Land at Brightlingsea Hall 110 UE4.12 Farm, West of Church Road, Residential More Vulnerable 17 X Very Low Risk Exception test not required. N/A Brightlingsea CO7 0SA Very Low Risk ( <5 % Land off Samsons Road, Assumed More 111 BR1 TBC X Medium and High point Exception test not required. N/A Brightlingsea Vulnerable flood risk) Land Off Robinson Road, 112 BR2 Residential More Vulnerable X Very Low Risk Exception test not required. N/A Brightlingsea Lower Farm, Robinson Road, Assumed More 113 CFS068 Mixed 32.9 X Very Low Risk Exception test not required. N/A Brightlingsea Vulnerable Former James & Stone Medium/Low. (15% of Location and number of Assumed More 114 UC4.5 Shipyard, Copperas Road, Mixed 0.52 X the site has a high risk housing or mitigation should Y Vulnerable Brightlingsea of point flooding). be considered in Stage 2. Land West of Lodge Lane, 115 UE4.11 Residential More Vulnerable 9 X Very Low Risk Exception test not required. N/A Brightlingsea Cockaynes Orchard, South RS4.11, 116 of Cockaynes Lane, Residential More Vulnerable 6.5 X Very Low Risk Exception test not required. N/A CFS023 Alresford CO7 8BT

Land South of St Andrew’s 117 RS4.13 Residential More Vulnerable 2.56 X Very Low Risk Exception test not required. N/A Close, Alresford CO7 8BL Land North of Cockaynes 118 RS4.12 Residential More Vulnerable 3.7 X Very Low Risk Exception test not required. N/A Lane, Alresford CO7 8BT Land South of Wivenhoe 119 RS4.14 Road and West of Church Residential More Vulnerable 9.8 X Very Low Risk Exception test not required. N/A Road, Alresford CO7 8AX Land Adjacent to 2 Wivenhoe ALR1, 120 Road, Alresford (South of Residential More Vulnerable 4.25 X Very Low Risk Exception test not required. N/A 1021743 Wivenhoe Road) Garden Land between 121 RS4.15 Railway and Wivenhoe Road Residential More Vulnerable 2.5 X Very low risk Exception test not required. N/A Alresford CO7 8AQ Land East of School Road Assumed More 122 ELM1 TBC 4.37 X Very low risk Exception test not required. N/A Elmstead Market Vulnerable Site adjoins EA Main River and partially contains (<5%) Land North and South of Assumed More FZ 2 and 3. Location and 123 ELM2 TBC 18 X Low risk N/A Clacton Road Elmstead Vulnerable number of housing or mitigation should be considered in Stage 2. Land at Blue Barn Farm Assumed More 124 ELM3 TBC 1.78 X Very low risk Exception test not required. N/A Elmstead Vulnerable Land east of Tye Road Assumed More 125 ELM4 TBC 2.38 X Very low risk Exception test not required. N/A Elmstead Market Vulnerable Land West of Church Road 126 ELM5 Residential More Vulnerable 6.5 X Very low risk Exception test not required. N/A elmstead Market Land West of School Road 127 ELM6 Residential More Vulnerable 6.13 X Low risk Exception test not required. N/A Elmstead Market Land end of Orchard Close 128 ELM7 Residential More Vulnerable 4.05 X Very low risk Exception test not required. N/A Elmstead Market Land South of Thorrington 129 RS2.3 Residential More Vulnerable 2 X Very low risk Exception test not required. N/A Road Great Bentley Land West of Plough Road 130 RS2.2 Residential More Vulnerable 3 X Very low risk Exception test not required. N/A Great Bentley CO7 8QG Land at Sturricks Farm east 131 RS2.4 Residential More Vulnerable 4.2 X Very low risk Exception test not required. N/A of Sturricks Lane Gt Bentley Exception test not required. Land Adj of Moors Lane Location and number of 132 RS2.5 Residential More Vulnerable 5.35 X Low risk N/A Great Bentley CO7 8QN housing or mitigation should be considered. Land South of Weeley Road 133 RS2.6 Residential More Vulnerable 2.5 X Very low risk Exception test not required. N/A Great Bentley CO7 8PB 134 CFS035 The Moors Great Bentley Residential More Vulnerable 0.5 X Very low risk Exception test not required. N/A Land west of Plough Road 135 CFS037 Residential More Vulnerable 4.5 X Very low risk Exception test not required. N/A Great Bentley (Aingers

Green)

Land North of Thorrington 136 GB3 Residential More Vulnerable 3 X Very low risk Exception test not required. N/A Road, Great Bentley Admrials Farm Land East of 137 GB5 Residential More Vulnerable 14.81 X Very low risk Exception test not required. N/A Heckfords Road Gt. Bentley Land at Springfield Meadows (inc Greengates Moblile 138 RS1.1 Residential More Vulnerable 1.05 X Very low risk Exception test not required. N/A Home park and land at 28 Weeley Rd Clacton Land west of Grove Road 139 RS1.2 Residential More Vulnerable 4.37 X Very low risk Exception test not required. N/A Little Clacton Land North East of Montana Roundabout and site of 140 RS1.7 Residential More Vulnerable 1.42 X Very low risk Exception test not required. N/A former Piggeries r/o 59 London Rd Lt Clacton Land at Swains Farm West 141 RS1.8 of the Street Little Clacton Residential More Vulnerable 6.57 X Very low risk Exception test not required. N/A (Swains Business Park) Land at Bateman Road 142 LCL2 Residential More Vulnerable 3.1 X Very low risk Exception test not required. N/A /Weeley Road Little Clacton Land South West of Weeley 143 Residential More Vulnerable 0.13 X Very low risk Exception test not required. N/A Road Little Clacton Site contains EA Main River and 20% is in FZ 2 and 3. land at Progress Way Little Medium risk (10% of 144 Residential More Vulnerable 3.3 X X X Location and number of N/A Clacton site in high risk area) housing or mitigation should be considered. Land Holland Road Little 145 LCL5 Residential More Vulnerable 11.6 X Very low risk Exception test not required. N/A Clacton Land at rear of Hayes 146 RS1.4 Garage/24 The Street Little Residential More Vulnerable 0.56 X Very low risk Exception test not required. N/A Clacton Land at Ideal Nurseries, Assumed More 147 CFS066 TBC 6.4 X Very low risk Exception test not required. N/A Bateman Road Little Clacton Vulnerable Land at Folly Farm south of Rochford Rd &r/o of 148 RS1.11 Residential More Vulnerable 5.3 X Very low risk Exception test not required. N/A properties in Clacton Rd and Rochford Rd St Osyth Low risk (surface water Land south of Clacton road 149 RS1.12 Residential More Vulnerable 4.6 X flow path across site Exception test not required. N/A St. Osyth CO16 8PU <10% of area) Land between Clacton Road 150 RS1.13 and B1027 ( By-pass Road) Residential More Vulnerable 0.74 X Very low risk Exception test not required. N/A St Osyth CO16 8 PU

Land Noprth of B1027/East 151 CFS064 od Clay Lane St Osyth Residential More Vulnerable 2 X Very low risk Exception test not required. N/A (alongside St Osyth By-pass Low risk (some SW The Priory Estate St Osyth 152 KR1.9 Residential More Vulnerable X pooling identified, Exception test not required. N/A CO16 8NY <10% of site area Land North of Abbey Street 153 RS2.7 Residential More Vulnerable 2.49 X Very low risk Exception test not required. N/A Thorpe-le-Soken CO16 0JH Land North of New Town 154 RS2.8 Road Thorpe-le-Soken CO16 Residential More Vulnerable 3.3 X Very low risk Exception test not required. N/A OER Exception test not required. Low risk (some SW Land off Lonsdale Road Location and number of 155 RS2.9 Residential More Vulnerable 4.3 X flow paths present, N/A Thorpe-Le-Soken housing or mitigation should <10% site area be considered. Land Landermere Road 156 RS2.10 Residential More Vulnerable 7.5 X Very low risk Exception test not required. N/A Thope-le-Soken Land South of Frinton Rod 157 Residential More Vulnerable 5.6 X Very low risk Exception test not required. N/A Thorpe-le-Soken South of Frinton Road entrance to Lifehouse Spa 158 Residential More Vulnerable 4.6 X Very low risk Exception test not required. N/A Complex Thorpe-le-Soken CO16 0JD Land at Grange Farm Corner 159 Station Road Thorpe-le- Residential More Vulnerable 0.9 X Very low risk Exception test not required. N/A Soken Land North of Golden Lane 160 Residential More Vulnerable 1.3 X Very low risk Exception test not required. N/A Thorpe-le-Soken South of Frinton Road, entrance to Lifehouse Spa 161 Residential More Vulnerable 4.6 X Low Risk Exception test not required. N/A complex, Thorpe-le-Soken CO16 0JD Exception test not required. Lifehouse Spa and Hotel, Assumed More Location and number of 162 Frinton Road, Thorpe-le- Mixed 45 X Medium Risk N/A Vulnerable housing or mitigation should Soken be considered. Land at Rose Farm Quarry Assumed More 163 Thorpe Park Lane Thorpe Le Residential 11.94 X Low risk Exception test not required. N/A Vulnerable Soken Land adjacent to Bramble 164 Residential 0.27 X Very low risk Exception test not required. N/A Cottage Little Bromley 3 parcels of land Newhall Location and number of Farm Horsley Cross Bromley 165 Residential More Vulnerable X X X Medium Risk housing or mitigation should Y Rd Lt Bromley Ardleigh Rd be considered in Stage 2. Little Bromley 3 parcels of land Newhall Location and number of 166 Residential More Vulnerable X Medium Risk N/A Farm Horsley Cross Bromley housing or mitigation should

Rd Lt Bromley Ardleigh Rd be considered. Little Bromley Centre of the site appears to 3Parcels land Newhall Farm have a watercourse that is Horsley Cross Bromley Rd Lt effected by FZ 3 and 1 in 30 167 Residential More Vulnerable X X X Medium Risk N/A Bromley Ardleigh Rd Little SW. Location and number of Bromley housing or mitigation should be considered. Land rear of Old Rectory, 168 Residential More Vulnerable 0.9 X Low Risk Exception test not required. N/A Rectory Road, Weeley Heath 169 Station Road Wrabness Residential More Vulnerable 1.4 X Low Risk Exception test not required. N/A Land at Sparrows Corner, 170 Residential More Vulnerable 1.1 X Low Risk Exception test not required. N/A Great Oakley 1% in FZ2 and FZ3, 1% at risk Broad Area 1: Land East of of 1 in 30 SW, Location and Colchester between A133 171 Residential More Vulnerable 282 X X Medium Risk number of housing or N/A and A120, Elmstead mitigation should be Market/Ardleigh considered. Broad Area 2: Land at Plains 172 Farm and South of A120, Residential More Vulnerable 121 X Low Risk Exception test not required. N/A Ardleigh Flow path in the middle of the site in FZ3. Location and 173 Broad Area 3: Middle Bit Residential More Vulnerable X X X Low Risk number of housing or Y mitigation should be considered. Land at Cherry Tree Farm, 174 Bromley Road, Ardleigh CO7 Residential More Vulnerable X Very Low Risk Exception test not required. N/A 7SG TM0427 2404 Land at Cherry Tree Farm, 175 Bromley Road, Ardleigh CO7 Residential More Vulnerable X Very Low Risk Exception test not required. N/A 7SG TM0427 4972 Land at Cherry Tree Farm, 176 Bromley Road, Ardleigh CO7 Residential More Vulnerable X Very Low Risk Exception test not required. N/A 7SG TM0426 2566 Land at Cherry Tree Farm, 177 Bromley Road, Ardleigh CO7 Residential More Vulnerable X Very Low Risk Exception test not required. N/A 7SG TM0426 3829 Land at Cherry Tree Farm, 178 Bromley Road, Ardleigh CO7 Residential More Vulnerable X Very Low Risk Exception test not required. N/A 7SG TM0426 1929 Land Adj. Chapel House, 180 Ardleigh Road, Great Residential More Vulnerable 0.5 X Very Low Risk Exception test not required. N/A Bromley

Significant proportion of the site is at risk of surface water CFS044, North of Stones Green Road, 30% High risk, 40% flooding. Location and 181 Residential More Vulnerable 0.3 X N/A OTH2 Stones Green Medium risk number of housing or mitigation should be considered. CFS056, The Oaks, Clacton Road, 182 Residential More Vulnerable 0.8 X Very Low RIsk Exception test not required. N/A OTH3 Weeley Heath Land off Church Road, 183 OTH4 Residential More Vulnerable 0.53 X Very Low Risk Exception test not required. N/A Thorrington Land East Old Ipswich Road, 184 OTH5 Employment Less Vulnerable 2 X Very Low Risk Exception test not required. N/A Ardleigh 1007384 / Land at Old Ipswich Road, 185 Residential More Vulnerable 3.2 X Very Low Risk Exception test not required. N/A LPPO1229 Ardleigh (R/o Crown Inn)

CFS054, Barnfields, Clacton Road, 186 Residential More Vulnerable 2.2 X Very Low Risk Exception test not required. N/A OTH6 Weeley Heath

Exception test not required. Land at 1 Barnfields, Clacton 5% High risk , 10% Location and number of 187 CFS048 Road, Weeley Heath plus Residential More Vulnerable 6 X N/A Medium risk housing or mitigation should field be considered. CFS055, 2 Barnfields, Clacton Road, 188 Residential More Vulnerable 2.5 X Very Low Risk Exception test not required. N/A OTH7 Weeley Heath OTH8, Land South of Mill Lane, 189 Residential More Vulnerable 5.2 X Low Risk Exception test not required. N/A 1007389 Weeley Heath Land East of Bentley Road, 191 OTH10 Residential More Vulnerable 4.8 X Very Low Risk Exception test not required. N/A Weeley Heath Land North East of Clacton 192 OTH11 Residential More Vulnerable 3.6 X Very Low Risk Exception test not required. N/A Road, Weeley Heath Land North East of Clacton Assumed More 193 TBC X Very Low Risk Exception test not required. N/A Road, Weeley Heath Vulnerable Land North East of Clacton Assumed More 194 TBC X Very Low Risk Exception test not required. N/A Road, Weeley Heath Vulnerable Land Between Harwich Road CFS070, 195 & A120, Nr Ravens Green, Employment Less Vulnerable 2.2 X Low Risk Exception test not required. N/A OTH12 Little Bentley CFS041, Land at Burnt House Farm, 196 Residential More Vulnerable 1.7 X Very Low Risk Exception test not required. N/A OTH13 Lodge Road, Ramsey Exception test not required. 10% High risk , 15% Location and number of 197 CFS057 Land off Church Hill, Ramsey Residential More Vulnerable 1 X N/A Medium risk housing or mitigation should be considered.

Not provided – CFS065, Land Adjacent to Cemetery, Assumed More 198 assumed 0.6 X Very Low Risk Exception test not required. N/A OTH14 Harwich Road, Ardleigh Vulnerable residential

Exception test not required. Areas at risk of flooding Land at Heath Road, Location and number of 199 OTH15 Residential More Vulnerable 0.9 X to the south east of the N/A Tendring Green housing or mitigation should site be considered. Haulage Yard, r/o The Fat 200 OTH16 Residential More Vulnerable 1 X No Risk Exception test not required. N/A Goose, Tendring Green Exception test not required. A small part of the site is in flood Land off Bromley Road, zones 2 and 3 so the location 201 OTH17 Parsons Heath, Nr Residential More vulnerable 7.88 X X Medium risk N/A and number of housing or Colchester mitigation should be considered. Exception test not required. Land North of Wick Lane, Location and number of 202 CFS024 Residential More vulnerable 7.58 X Medium risk N/A Ardleigh housing or mitigation should be considered. Land at 2 Shakespeare 203 OTH19 Cottages, Turnpike Close, Employment Less vulnerable 0.9 X Very low risk Exception test not required. N/A Ardleigh Land adjacent 1 Heath Road, 204 OTH20 Residential More vulnerable 0.34 X Very low risk Exception test not required. N/A Chisbon Heath, St Osyth Land Adjacent Kidby’s 205 OTH21 Nursery, Mill Lane, Weeley Residential More vulnerable 0.7 X Very low risk Exception test not required. N/A Heath Land at St Mary’s Road, 206 OTH22 Residential More vulnerable 1.32 X Very low risk Exception test not required. N/A Aingers Green Land at Harwich Road, Little 207 OTH24 Residential More vulnerable 2 X Very low risk Exception test not required. N/A Oakley Land Between Wick Lane, 208 CFS010 Colchester Road and Dead Residential More vulnerable X Very low risk Exception test not required. N/A Lane, Ardleigh Land South of Harwich Road, 209 OTH32 Residential More vulnerable 0.8 X Very low risk Exception test not required. N/A Little Oakley Land at Tendring Green, 210 OTH34 Residential More vulnerable 0.42 X Very low risk Exception test not required. N/A Tendring Land at Station Road/Clacton 211 OTH36 Residential More vulnerable 2.89 X Very low risk Exception test not required. N/A Road, Thorrington Land West of Church Road, 212 OTH35 Residential More vulnerable 2.45 X Low risk Exception test not required. N/A Thorrington Land North of Connaught 213 OTH37 Residential More vulnerable 0.58 X Very low risk Exception test not required. N/A Road, Weeley Heath

Land West of Clacton Road, 214 CFS020 Residential More vulnerable 4.83 X Very low risk Exception test not required. N/A Weeley Heath Land Adj. to Tendring 215 OTH39 Primary School, Heath Road, Residential More vulnerable 10.87 X Very low risk Exception test not required. N/A Tendring Land North of the Street, 216 CFS002 Residential More vulnerable 1.7 X Medium risk Exception test not required. N/A Kirby le Soken Chartfield Drive, Kirby le 217 CFS036 Residential More vulnerable 0.8 X Very low risk Exception test not required. N/A Soken Land North of Walton Road, 218 CFS053 Residential More vulnerable 1.1 X Very low risk Exception test not required. N/A Kirby le Soken North of Clacton Road, 219 CFS027 Residential More vulnerable 7 X Very low risk Exception test not required. N/A Thorrington East of Station Road, 220 CFS028 Residential More vulnerable 1.8 X Very low risk Exception test not required. N/A Thorrington Land between Tendring Park 221 WE1.1 Services and Weeley Bridge, Residential More vulnerable 53 X Exception test not required. N/A CO16 9AD Exception test not required. Location and number of 222 West A133, Weeley Residential More vulnerable 80 X Medium risk N/A housing or mitigation should be considered. Exception test not required. Land at Starena Lodge, Off Location and number of 223 1021415 Residential More vulnerable 6.81 X High risk N/A Clacton Road, Weeley housing or mitigation should be considered. Land off St Andrew’s Road, 224 WE1.7 Residential More vulnerable 0.83 X Very low risk Exception test not required. N/A Weeley CO16 9HR Land West of Clacton Road, 225 CFS020 Residential More vulnerable 6.3 X Low risk Exception test not required. N/A Weeley

WE1.5, Homestead Caravan Park, 226 Residential More vulnerable 1.5 X Very low risk Exception test not required. N/A CFS058 Thorpe Road, Weeley

Land forming part of Ash 227 WEE3 Farm and Brokhowse, Residential More vulnerable 18.1 X Very low risk Exception test not required. N/A Thorpe Road, Weeley Assumed: Land North of 228 WEE4 Colchester Road and Thorpe Residential More vulnerable X Medium risk Exception test not required. N/A Road, Weeley Assumed: Land East of 229 WE1.4 Crematorium, Weeley CO16 Residential More vulnerable 17 X Medium risk Exception test not required. N/A 9JP Assumed: Land at Saxon 230 WE1.3 Lodge, Colchester Road, Residential More vulnerable 2.39 X Very low risk Exception test not required. N/A Weeley (part of 236) Weeley Council Offices, 231 CFS060 Residential More vulnerable 0.81 X Very low risk Exception test not required. N/A Thorpe Road, Weeley

Brook Farm, Thorpe Road, 232 CFS061 Residential More vulnerable 0.42 X Very low risk Exception test not required. N/A Weeley Land at Hawk Farm, Assumed More 233 CFS062 Mixed 25 X Medium risk Exception test not required. N/A Colchester Road, Weeley vulnerable Land Rear of 49 The Street, Assumed more 234 WEE7 TBC 0.17 X Very low risk Exception test not required. N/A Weeley vulnerable Hillside Garden Centre, 235 CFS008 Residential More vulnerable 1.5 X Very low risk Exception test not required. N/A Weeley Land to rear of Rainbow Assumed More 236 CFS025 TBC 4.2 X Very low risk Exception test not required. N/A Nursery, Weeley Vulnerable Land at Frating Road, Balls 237 OTH025 Residential More vulnerable 1.9 X Very low risk Exception test not required. N/A Green, Great Bromley Exception test not required. 1 238 Area 1: South of Frating Residential More vulnerable 100 X Medium risk N/A incident 150m away Area 3: West of Frating/Great Exception test not required. 1 239 Residential More vulnerable 100 X Medium risk N/A Bromley incident 100m away Area 2: East of Frating/Great 240 Residential More vulnerable 80 X Medium risk Exception test not required. N/A Bromley Exception test not required. 1 241 Area 4: South West Residential More vulnerable 100 X Medium risk N/A incident 100m away Land to rear of Fieldside, 242 CFS001 Residential More vulnerable 0.44 X Very low risk Exception test not required. N/A Frating Road, Great Bromley 243 CFS042 Land at Frating, Frating Residential More vulnerable 3 X Very low risk Exception test not required. N/A Exception test not required. Land Rear of 145 Jaywick Location and number of 244 Residential More vulnerable 0.28 X Medium (15%) N/A Lane, Clacton-on-Sea housing or mitigation should be considered. 82 Jaywick Lane, Clacton- 245 Mixed More vulnerable 1.79 X Low risk Exception test not required. N/A on-Sea, CO16 8BB 400m away from incident. Land between railway line Assumed More Location and number of 246 UE1.11 and Holland-on-Sea CO15 TBC 78 X X Medium risk N/A Vulnerable housing or mitigation should 4BG (Sladbury’s Lane site) be considered. (Sandals Inn) 26 Rosemary 247 Road, Clacton-on-Sea CO15 Residential More vulnerable 0.16 X Very low risk Exception test not required. N/A 1NZ Exception test not required.. 2 incidents 350m away. Location Land East of Thorpe Road, 248 Residential More vulnerable 13.3 X Medium risk and number of housing or N/A Clacton mitigation should be considered. Dovercourt Western Bypass Exception test not required. (South West of Junction of Location and number of 249 LPPO1246 Mayes Lane with Church Hill Residential More vulnerable X Medium risk N/A housing or mitigation should and Ramsey Road, be considered. Dovercourt)

Assumed as: Land South of Kirby Cross and North of 250 UE2.1 Railway Line, Frinton-on-Sea Residential More vulnerable 12 X Very low risk Exception test not required. N/A CO13 0NQ (part of site to rear of 185 Thorpe Road) Station Car Park, Church Exception test not required. 1 251 FR9 Residential More vulnerable 0.72 X Very low risk N/A Road, Walton-on-Naze incident 200m away Land Off Colchester Road, 252 MML2 Residential More vulnerable 0.55 X Very low risk Exception test not required. N/A Lawford Land South of Robinson 253 UE4.10 Road, Brightlingsea CO7 Residential More vulnerable 14 X Very low risk Exception test not required. N/A 0ST Notcutts Garden Centre, 254 Station Road, Ardleigh CO7 Residential More vulnerable 0.7 X Very low risk Exception test not required. N/A 7RT Exception test not required. Land at Ingrams Piece, 5% low risk, 2 incidents Location and number of 255 Residential More vulnerable 0.8 X N/A Ardleigh CO7 7PZ 115m away housing or mitigation should be considered. Exception Test Required. Site to East of Chapelfields, Location and number of 256 Harwich Road, Wix CO11 Residential More vulnerable 0.7 X X High risk Y housing or mitigation should 2RY be considered in Stage 2. Exception Test Required. Land to rear of White Hart Location and number of 257 Inn, Harwich Road, Wix Residential More vulnerable 0.5 X X High risk Y housing or mitigation should CO11 2SA be considered in Stage 2. Great Oakley Community 258 Residential More vulnerable 3.5 X Very low risk Exception test not required. N/A Development 55 Land at Thorpe Maltings & Former King Edward VII 259 Residential More vulnerable 1.9 X Very low risk Exception test not required. N/A Public House, Station Road, Thorpe-le-Soken Land South of Harwich Road, 260 CFS059 Residential More vulnerable 1.25 X Very low risk Exception test not required. N/A Ardleigh Land South of Colchester Exception test not required. 2 261 CFS011 Residential More vulnerable 2 X Very low risk N/A Road, Ardleigh incidents 300m away Land South of Aveline Road, Exception test not required. 2 262 CFS012 Residential More vulnerable 2 X Very low risk N/A Ardleigh incidents 220m away. Land South of Ramsey 263 HD2 Residential More vulnerable 2.65 X Very low Risk Exception test not required. N/A Road, Dovercourt Exception test not required. Land off Grange Road, 264 MML4 Residential More vulnerable 6.53 X Very low risk 200m away from recorded N/A Lawford flood incident.

Appendix 13: SHLAA High Risk Sites Maps and Information

Site Address SHLAA ref (ECC Area (ha) Proposed Use Vulnerability ref) Classification Land off Lotus Way, UE1.1 (16) 7.48 Residential More Vulnerable Jaywick CO15 1AS Fluvial Flood Risk Surface Water Flood Other Risk Flood Zone 1 Flood Zone 2 Flood Zone 3 60% of site <75% 100% groundwater 40% of site <25% groundwater Site Map

Flood risk summary to site  Entire site is located in flood zone 3, high probability  Source of flooding –Coastal  Low lying site, 40% of site at high risk groundwater flooding  NB: Flood zone 3a or 3b has not been defined  Part of a regeneration site

Site specific Flood Risk Assessment Recommendations The following considerations must be made for a site specific FRA:  Define flood risk zone 3a and 3b using latest guidance including new climate change allowances.  Consider only Water Compatible infrastructure in flood zone 3b (functional flood plain), i.e. areas below the 5%AEP flood outline.  Exception test required for Essential Infrastructure and More Vulnerable (Residential) in Flood Zone 3a  New development for the site should only allow suitable development according to the Landuse Vulnerability Classification.  LDP should consider other areas at low risk of flooding for residential development before this site is considered.  Site specific flood risk reduction measures should be implemented in line with 1 in 200 year flood levels plus an allowance for climate change.  As a regeneration site flood risk should be considered in line with adopted development policies.  Implement SUDS to control runoff rates and volumes post development.  Consider provision of safe dry access and egress including any emergency plans. Site Address SHLAA ref (ECC ref) Area Proposed Vulnerability (ha) Use Classification 27-45 Garden Road, Jaywick none (33) 0.3 Residential More Vulnerable Fluvial Flood Risk Surface Water Other Flood Risk Flood Zone 1 Flood Zone 2 Flood Zone 3

100% >25-50% groundwater Site Map

Flood risk summary to site  Entire site is located in flood zone 3, high probability  Source of flooding – Coastal  Low lying site at medium risk of groundwater flooding  NB: Flood zone 3a or 3b has not been defined

Site specific Flood Risk Assessment Recommendations The following considerations must be made for a site specific FRA:  Define flood risk zone 3a and 3b using latest guidance including new climate change allowances.  Consider only Water Compatible infrastructure in flood zone 3b (functional flood plain), i.e. areas below the 5%AEP flood outline.  Exception test required for Essential Infrastructure and More Vulnerable (Residential) in Flood Zone 3a  New development for the site should only allow suitable development according to the Landuse Vulnerability Classification.  LDP should consider other areas at low risk of flooding for residential development before this site is considered.  Site specific flood risk reduction measures should be implemented in line with 1 in 200 year flood levels plus an allowance for climate change.  Implement SUDS to control runoff rates and volumes post development.  Consider provision of safe dry access and egress including any emergency plans. Site Address SHLAA ref Area (ha) Proposed Vulnerability (ECC ref) Use Classification Land adjacent to Burrs Road, Clacton, none (35) 7.48 Residential More Vulnerable Clacton and Sladbury’s Lane Fluvial Flood Risk Surface Other Water Flood Risk Flood Zone 1 Flood Zone 2 Flood Zone 3

65% 35% 35% Site Map

Flood risk summary to site  65% of site is located in flood zone 1, high probability, with 35% in joint Flood zone 2 and 3  Source of flooding – Picker’s Ditch  Low lying site at medium risk of groundwater flooding  NB: Flood zone 3a or 3b has not been defined

Site specific Flood Risk Assessment Recommendations The following considerations must be made for a site specific FRA:  Define flood risk zone 3a and 3b using latest guidance including new climate change allowances.  Consider the Sequential approach within the site, allocate development in low risk area first  Consider only Water Compatible infrastructure in flood zone 3b (functional flood plain), i.e. areas below the 5%AEP flood outline.  Exception test required for Essential Infrastructure and More Vulnerable (Residential) in Flood Zone 3a  New development for the site should only allow suitable development according to the Landuse Vulnerability Classification.  Threshold floor levels should be above predicted 1 in 100 year flood levels plus an allowance for climate change.  Implement SUDS to control runoff rates and volumes post development.  Consider provision of safe dry access and egress if there is development in Flood Zone 2 and 3.

Site Address SHLAA ref Area (ha) Proposed Vulnerability (ECC ref) Use Classification Former Benard Uniforms Factory, UC3.13 (46) 0.56 Residential More Vulnerable Main Road, Harwich Fluvial Flood Risk Surface Other Water Flood Risk Flood Zone 1 Flood Zone 2 Flood Zone 3

100% Site Map

Site specific Flood Risk Assessment Recommendations The following considerations must be made for a site specific FRA:  Define flood risk zone 3a and 3b using latest guidance including new climate change allowances.  Consider only Water Compatible infrastructure in flood zone 3b (functional flood plain), i.e. areas below the 5%AEP flood outline.  Exception test required for Essential Infrastructure and More Vulnerable (Residential) in Flood Zone 3a  New development for the site should only allow suitable development according to the Landuse Vulnerability Classification.  LDP should consider other areas at low risk of flooding for residential development before this site is considered.  Site specific flood risk reduction measures should be implemented in line with 1 in 200 year flood levels plus an allowance for climate change.  Implement SUDS to control runoff rates and volumes post development.  Consider provision of safe dry access and egress including any emergency plans.

Site Address SHLAA ref Area (ha) Proposed Vulnerability (ECC ref) Use Classification Land by Railway Line, Ferndale UC3.14 (47) 0.56 Residential More Vulnerable Road, Harwich CO12 3BP Fluvial Flood Risk Surface Other Water Flood Risk Flood Zone 1 Flood Zone 2 Flood Zone 3

100% Site Map

Flood risk summary to site  Entire site is located in flood zone 3, high probability  Source of flooding – Coastal Risk  Low lying site at medium risk of groundwater flooding  NB: Flood zone 3a or 3b has not been defined

Site specific Flood Risk Assessment Recommendations The following considerations must be made for a site specific FRA:  Define flood risk zone 3a and 3b using latest guidance including new climate change allowances.  Consider only Water Compatible infrastructure in flood zone 3b (functional flood plain), i.e. areas below the 5%AEP flood outline.  Exception test required for Essential Infrastructure and More Vulnerable (Residential) in Flood Zone 3a  New development for the site should only allow suitable development according to the Landuse Vulnerability Classification.  LDP should consider other areas at low risk of flooding for residential development before this site is considered.  Site specific flood risk reduction measures should be implemented in line with 1 in 200 year flood levels plus an allowance for climate change.  Implement SUDS to control runoff rates and volumes post development.  Consider provision of safe dry access and egress including any emergency plans.

Site Address SHLAA ref Area (ha) Proposed Vulnerability (ECC ref) Use Classification Navyard Wharf, Kings Quay Street, UC3.17 (49) 4.38 Mixed Use More Vulnerable Harwich CO12 3JJ Fluvial Flood Risk Surface Other Water Flood Risk Flood Zone 1 Flood Zone 2 Flood Zone 3

100% Site Map

Flood risk summary to site  Entire site is located in flood zone 3, high probability  Source of flooding – Coastal  Low lying site at medium risk of groundwater flooding  Site specific Flood Risk Assessment Recommendations The following considerations must be made for a site specific FRA:  Define flood risk zone 3a and 3b using latest guidance including new climate change allowances.  Consider only Water Compatible infrastructure in flood zone 3b (functional flood plain), i.e. areas below the 5%AEP flood outline.  Exception test required for Essential Infrastructure and More Vulnerable (Residential) in Flood Zone 3a  New development for the site should only allow suitable development according to the Landuse Vulnerability Classification.  LDP should consider other areas at low risk of flooding for residential development before this site is considered.  Site specific flood risk reduction measures should be implemented in line with 1 in 200 year flood levels plus an allowance for climate change.  Implement SUDS to control runoff rates and volumes post development.  Consider provision of safe dry access and egress including any emergency plans.

Site Address SHLAA ref Area (ha) Proposed Vulnerability Classification (ECC ref) Use Land East of Pond Hall Farm, UC3.3 HD8 38.3 Mixed Use More Vulnerable Harwich (52) Fluvial Flood Risk Surface Other Water Flood Risk Flood Zone 1 Flood Zone 2 Flood Zone 3

65% 35% 15% low 33% in <25% and 66% in 50-75% risk, 5% groundwater risk medium risk, 5% high risk Site Map

Site specific Flood Risk Assessment Recommendations The following considerations must be made for a site specific FRA:  Define flood risk zone 3a and 3b using latest guidance including new climate change allowances.  Consider the Sequential approach within the site, allocate development in low risk area first  New development for the site should only allow suitable development according to the Landuse Vulnerability Classification.  Threshold floor levels should be above predicted 1 in 100 year flood levels plus an allowance for climate change.  Implement SUDS to control runoff rates and volumes post development.  Development layout to take account of surface water flow routes  Consider provision of safe dry access and egress for development in Flood Zone 2 (medium risk).

Site Address SHLAA ref Area (ha) Proposed Vulnerability (ECC ref) Use Classification Land South of Low Road, UC3.3 HD6 16.1 Mixed Use More Vulnerable Dovercourt 1021459 & 1021477 (57) Fluvial Flood Risk Surface Other Water Flood Risk Flood Zone 1 Flood Zone 2 Flood Zone 3

50% 50% Site Map

Site specific Flood Risk Assessment Recommendations The following considerations must be made for a site specific FRA:  Define flood risk zone 3a and 3b using latest guidance including new climate change allowances.  Consider the Sequential approach within the site, allocate development in low risk area first  Consider only Water Compatible infrastructure in flood zone 3b (functional flood plain), i.e. areas below the 5%AEP flood outline.  Exception test required for Essential Infrastructure and More Vulnerable (Residential) in Flood Zone 3a  New development for the site should only allow suitable development according to the Landuse Vulnerability Classification.  Threshold floor levels should be above predicted 1 in 100 year flood levels plus an allowance for climate change.  Implement SUDS to control runoff rates and volumes post development.  Layout to consider the surface water flow paths on site  Consider provision of safe dry access and egress if there is development in Flood Zone 2 and 3.

Site Address SHLAA ref (ECC Area (ha) Proposed Vulnerability ref) Use Classification North Street, Walton-on- CFS003 (87) 0.205 Residential More Vulnerable Naze Fluvial Flood Risk Surface Other Water Flood Risk Flood Zone 1 Flood Zone 2 Flood Zone 3

100% Half of the site >75% GW Other half <25% Site Map

Flood risk summary to site  100% of site is located in flood zone 3, high probability, with isolated areas of surface water flooding  Source of flooding – Tributary of Walton Channel, Coastal flooding  Low lying site at high risk of groundwater flooding  NB: Flood zone 3a or 3b has not been defined

Site specific Flood Risk Assessment Recommendations The following considerations must be made for a site specific FRA:  Define flood risk zone 3a and 3b using latest guidance including new climate change allowances.  Consider only Water Compatible infrastructure in flood zone 3b (functional flood plain), i.e. areas below the 5%AEP flood outline.  Exception test required for Essential Infrastructure and More Vulnerable (Residential) in Flood Zone 3a  New development for the site should only allow suitable development according to the Landuse Vulnerability Classification.  LDP should consider other areas at low risk of flooding for residential development before this site is considered.  Site specific flood risk reduction measures should be implemented in line with 1 in 200 year flood levels plus an allowance for climate change.  Implement SUDS to control runoff rates and volumes post development.  Consider provision of safe dry access and egress including any emergency plans.

Site Address SHLAA ref Area (ha) Proposed Vulnerability (ECC ref) Use Classification Land at Mill Lane, Walton-on- CFS003 (88) 0.34 Residential More Vulnerable Naze Fluvial Flood Risk Surface Other Water Flood Risk Flood Zone 1 Flood Zone 2 Flood Zone 3 100%

Site Map

Flood risk summary to site  100% of site is located in flood zone 3, high probability, with isolated areas of surface water flooding  Source of flooding – Tributary of Walton Channel  Low lying site at high risk of groundwater flooding  NB: Flood zone 3a or 3b has not been defined

Site specific Flood Risk Assessment Recommendations The following considerations must be made for a site specific FRA:  Define flood risk zone 3a and 3b using latest guidance including new climate change allowances.  New development for the site should only allow suitable development according to the Landuse Vulnerability Classification.  Consider only Water Compatible infrastructure in flood zone 3b (functional flood plain), i.e. areas below the 5%AEP flood outline.  Exception test required for Essential Infrastructure and More Vulnerable (Residential) in Flood Zone 3a  Threshold floor levels should be above predicted 1 in 100 year flood levels plus an allowance for climate change.  Implement SUDS to control runoff rates and volumes post development.  Consider provision of safe dry access and egress and evacuation plan.

Site Address SHLAA ref Area (ha) Proposed Vulnerability (ECC ref) Use Classification Former Town Hall Site, Public Conveniences UC2.9 (90) 0.14 Mixed More Vulnerable and Depot, Mill Lane, Walton-on-Naze Fluvial Flood Risk Surface Other Water Flood Risk Flood Zone 1 Flood Zone 2 Flood Zone 3

100% High risk 5% Site Map

Flood risk summary to site  100% of site is located in flood zone 3, high probability, with isolated areas of surface water flooding  Source of flooding – Tributary of Walton Channel  Low lying site at high risk of groundwater flooding  NB: Flood zone 3a or 3b has not been defined

Site specific Flood Risk Assessment Recommendations The following considerations must be made for a site specific FRA:  Define flood risk zone 3a and 3b using latest guidance including new climate change allowances.  New development for the site should only allow suitable development according to the Landuse Vulnerability Classification.  Consider only Water Compatible infrastructure in flood zone 3b (functional flood plain), i.e. areas below the 5%AEP flood outline.  Exception test required for Essential Infrastructure and More Vulnerable (Residential) in Flood Zone 3a  Threshold floor levels should be above predicted 1 in 100 year flood levels plus an allowance for climate change.  Implement SUDS to control runoff rates and volumes post development.  Consider provision of safe dry access and egress and evacuation plan.

Site Address SHLAA ref Area (ha) Proposed Vulnerability Classification Use Thorn Quay Warehouse, High Street, UC4.1 (93) 0.24 Residential More Vulnerable Mistley CO11 1HE Fluvial Flood Risk Surface Other Water Flood Risk Flood Zone 1 Flood Zone 2 Flood Zone 3

>90% Low lying site vulnerable to groundwater flooding Site Map

Flood risk summary to site  >90% of site is located in flood zone 1, however site is situated next to the floodplain of the River Stour  Low lying site at medium-high risk of groundwater flooding  NB: Flood zone 3a or 3b has not been defined

Site specific Flood Risk Assessment Recommendations The following considerations must be made for a site specific FRA:  Define flood risk zone 3a and 3b using latest guidance including new climate change allowances.  New development for the site should only allow suitable development according to the Landuse Vulnerability Classification.  Threshold floor levels should be above predicted 1 in 100 year flood levels plus an allowance for climate change.  Implement SUDS to control runoff rates and volumes post development.

Site Address SHLAA ref Area (ha) Proposed Vulnerability (ECC ref) Use Classification Mistley Marine, Mistley Boatyard, UE4.9 (102) 1.76 Residential More Vulnerable Anchor Lane, Mistley Fluvial Flood Risk Surface Other Water Flood Risk Flood Zone 1 Flood Zone 2 Flood Zone 2&3

>75% 25% Low risk Site Map

Flood risk summary to site  >75% of site is located in flood zone 1, however site is situated next to the floodplain of the River Stour, with some 25% shown to be in Flood Zone 2 and 3  Source of flooding – River Stour  Low lying site at low risk of groundwater flooding  NB: Flood zone 3a or 3b has not been defined

Site specific Flood Risk Assessment Recommendations The following considerations must be made for a site specific FRA:  Define flood risk zone 3a and 3b using latest guidance including new climate change allowances.  Consider the Sequential approach within the site, allocate development in low risk area first  Consider only Water Compatible infrastructure in flood zone 3b (functional flood plain), i.e. areas below the 5%AEP flood outline.  Exception test required for Essential Infrastructure and More Vulnerable (Residential) in Flood Zone 3a  New development for the site should only allow suitable development according to the Landuse Vulnerability Classification.  Threshold floor levels should be above predicted 1 in 100 year flood levels plus an allowance for climate change.  Implement SUDS to control runoff rates and volumes post development.

Site Address SHLAA ref (ECC Area (ha) Proposed Vulnerability ref) Use Classification Former James & Stone Shipyard, UC4.5 (114) 0.52 Mixed More Vulnerable Copperas Road, Brightlingsea Fluvial Flood Risk Surface Other Water Flood Risk Flood Zone 1 Flood Zone 2 Flood Zone 3

- 99% 90% Low risk Site Map

Flood risk summary to site  100% of site is located in flood zone 3, high probability, with isolated areas of surface water flooding  Source of flooding – Brightlingsea Creek, coastal flooding  Low lying site at high risk of groundwater flooding  NB: Flood zone 3a or 3b has not been defined

Site specific Flood Risk Assessment Recommendations The following considerations must be made for a site specific FRA:  Define flood risk zone 3a and 3b using latest guidance including new climate change allowances.  Consider only Water Compatible infrastructure in flood zone 3b (functional flood plain), i.e. areas below the 5%AEP flood outline.  Exception test required for Essential Infrastructure and More Vulnerable (Residential) in Flood Zone 3a  New development for the site should only allow suitable development according to the Landuse Vulnerability Classification.  LDP should consider other areas at low risk of flooding for residential development before this site is considered.  Site specific flood risk reduction measures should be implemented in line with 1 in 200 year flood levels plus an allowance for climate change.  Implement SUDS to control runoff rates and volumes post development.  Consider provision of safe dry access and egress including any emergency plans.

Site Address SHLAA ref Area (ha) Proposed Vulnerability (ECC ref) Use Classification 3Parcels land Newhall Farm Horsley Cross UC4.5 (165) Not Residential More Vulnerable Bromley Rd Lt Bromley Ardleigh Rd Little provided Bromley Fluvial Flood Risk Surface Other Water Flood Risk Flood Zone 1 Flood Zone 2 Flood Zone 2&3

~60% ~40% Site Map

Flood risk summary to site  60% of site is located in flood zone 1, high probability, with 40% in joint Flood zone 2 and 3  Source of flooding – Unnamed ordinary watercourse, and drains and groundwater issues within site  NB: Flood zone 3a or 3b has not been defined

Site specific Flood Risk Assessment Recommendations The following considerations must be made for a site specific FRA:  Define flood risk zone 3a and 3b using latest guidance including new climate change allowances.  Consider the Sequential approach within the site, allocate development in low risk area first  Consider only Water Compatible infrastructure in flood zone 3b (functional flood plain), i.e. areas below the 5%AEP flood outline.  Exception test required for Essential Infrastructure and More Vulnerable (Residential) in Flood Zone 3a  New development for the site should only allow suitable development according to the Landuse Vulnerability Classification.  Threshold floor levels should be above predicted 1 in 100 year flood levels plus an allowance for climate change.  Implement SUDS to control runoff rates and volumes post development.  Layout to consider the surface water flood risk indicated on site  Consider provision of safe dry access and egress if there is development in Flood Zone 2 and 3.

Site Address SHLAA ref (ECC Area (ha) Proposed Use Vulnerability ref) Classification Broad area of land (173) ? Residential More Vulnerable (middle area) Fluvial Flood Risk Surface Water Other Flood Risk Flood Zone 1 Flood Zone 2 Flood Zone 3 20% of site <25% <5% groundwater

Site Map

Flood risk summary to site  <5% of site is located in flood zone 2 or 3, but contains a long section of main river  Source of flooding – Unnamed ordinary watercourse, and drains and groundwater issues within site  NB: Flood zone 3a or 3b has not been defined

Site specific Flood Risk Assessment Recommendations The following considerations must be made for a site specific FRA:  Define flood risk zone 3a and 3b using latest guidance including new climate change allowances.  Consider the Sequential approach within the site, allocate development in low risk area first  Consider only Water Compatible infrastructure in flood zone 3b (functional flood plain), i.e. areas below the 5%AEP flood outline.  Exception test required for Essential Infrastructure and More Vulnerable (Residential) in Flood Zone 3a  New development for the site should only allow suitable development according to the Landuse Vulnerability Classification.  Threshold floor levels should be above predicted 1 in 100 year flood levels plus an allowance for climate change.  Implement SUDS to control runoff rates and volumes post development.  Layout to consider the surface water flood risk indicated on site  Consider provision of safe dry access and egress if there is development in Flood Zone 2 and 3.

Site Address SHLAA ref Area (ha) Proposed Use Vulnerability (ECC ref) Classification Land to rear of White Hart Inn, Harwich Road, (257) 0.5 Residential More Vulnerable Wix CO11 2SA Fluvial Flood Risk Surface Water Other Flood Risk Flood Zone 1 Flood Zone 2 Flood Zone 2&3 85% 15% ~15% medium to high risk Site Map

Site specific Flood Risk Assessment Recommendations

Flood risk summary to site  85% of site is located in flood zone 1, low risk, with areas of surface water flooding closely following the fluvial flood plain associated with Ramsey River  Source of flooding – Ramsey River  NB: Flood zone 3a or 3b has not been defined

Site specific Flood Risk Assessment Recommendations The following considerations must be made for a site specific FRA:  Define flood risk zone 3a and 3b using latest guidance including new climate change allowances.  New development for the site should only allow suitable development according to the Landuse Vulnerability Classification.  Consider only Water Compatible infrastructure in flood zone 3b (functional flood plain), i.e. areas below the 5%AEP flood outline.  Exception test required for Essential Infrastructure and More Vulnerable (Residential) in Flood Zone 3a  Threshold floor levels should be above predicted 1 in 100 year flood levels plus an allowance for climate change.  Implement SUDS to control runoff rates and volumes post development.  Consider provision of safe dry access and egress and evacuation plan.